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0 <br />Z <br />H <br />w <br />0 <br />M <br />O <br />ii <br />0 <br />0 <br />+ <br />WALL ATTACHMENTS <br />ATTACHMENTS TO FRAME WALL SHALL USE (2) 2X <br />SYP BACKING SECURELY FASTENED TO WALL STUDS <br />USING 16d COMMON TAILS (3) PER BOARD EACH END. <br />BOLTS SHALL BE STAINLESS STEEL 1l2' DIAMETER WITH <br />WASHERS & SEALANT. NUTS SHALL HAVE WASHER AND <br />RED LOCK TIGHT APPLIED TO THREADS A=DURING <br />ASSEMBLY. <br />BLOCK MASONRY WALLS SHALL BE GROUT FILLED <br />CELLS & USE ST. STL. 112" DIA. EXPANSION ANCHORS <br />3' LONG MIN. OR 1/2" EPDXY SET ANCHORS 4" LONG <br />MIN. <br />22 MSG GALV. STEEL <br />BRACING @ 48" O.C. <br />CONTINUOS 20 MSG <br />GALV. STEEL TOP <br />TRACK. <br />5/8" GYP. WALL BD. <br />NEW SUSPENDED 2'-0"x2'-0" <br />CEILING GRID AND TILE AT <br />10'-011 <br />362S162-30 STUDS <br />AT 24" C/C <br />VINYL BASE <br />FLOOR TREATMENT <br />3'X7' X3/8"ALUMINUM PLATE <br />W/ 3/8" WELDED TAB & (2)1/2'Q <br />ST. STL. ANCHOR BOLTS <br />WELDED ALUMINUM SWING PIN <br />IWI (1) 318.0 ST. STL. BOLT <br />INTO A PRE -TAPPED HOLE <br />BUILDING FACE <br />ALUM. FLASH NG & SEALANT <br />3'X7' X3/8"ALUMINUM PLATE <br />WI 3/8" WELDED TAB & (2)1/2"Q <br />ST STL, ANCHOR BOLTS <br />ROOF FRAMING, <br />V.I.F. <br />5/8" GYPSUM WALL BOARD, <br />TYPICAL. <br />CONTINUOUS <br />20 MSG GALV. <br />STEEL BRIDGING <br />CONTINUOUS 20 MSG <br />GALV. <br />STEEL BASE TRACK <br />FASTENED TO FLOOR WITH <br />MAX. 2411 O.C. <br />7' <br />34' 51 /2' <br />31 X38 ALUMINUM PATE <br />/ W/ 318' WELDED TAB & (2)112' <br />DIA. ST STL. ANCHOR BOLTS <br />&Esi <br />WELDED ALUMINUM SWING <br />PIN W/ (1) 3/8"D <br />1 1/2' DIA <br />ST, STL. THRU BOLT <br />ALUMINUM TUBE <br />DIAGONAL SUPPORT <br />11/2'DIA ALUMINUM TUBE <br />DIAGONAL SUPPORT <br />DETAIL NTS <br />3X3ALUMINUM TUBE <br />HORIZONTAL SUPPORT <br />Z_ <br />H <br />w <br />0 <br />w <br />co <br />O <br />LL: <br />0 <br />t <br />0 <br />■a <br />NOTE. <br />ALUMINUM FLASHING W/SEALANT & <br />BLDG. FACE BEYOND NOT SHOWN. <br />_ WELDED 3'X7'X3/8ALUMINUM PATE <br />W/ (2)1120 ST. STL. ANCHOR BOLTS <br />3X3ALUMINUMTUBE HORIZONTAL SUPPORT r®� ❑ i„�,•� <br />8" SELF•MATE SOFFIT DECK <br />WELDED 318 TAB <br />#14 ST STL. S.M.S <br />FG-8 FASCIA GUTTER <br />ANCHOR FASCIA GUTTER TO <br />WALL W/ 1/2"D ST. STL. <br />ANCHOR BOLT @ 4'-0" <br />ON CENTER <br />DETAIL �C� NTS <br />1,-0. <br />WELDED ALUMINUM SWING PIN <br />W/ (1) 3/8'D ST. STL BOLT <br />INTO A PRE -TAPPED HOLE <br />3X3 ALUMINUM TUBE <br />'4 HORIZONTAL SUPPORT <br />FARED DRIP STL S.M.S. #14 ST. DRIPTD IGE FLARED DRIP EDGE <br />STL S.M.S. <br />( )11 D ST. STL. <br />CHOR SOLT G 4'-0' <br />CENTER <br />FG-8 FASCIA GUTTER <br />SECTION A NTS <br />AWNING DETAIL <br />NTS <br />6' SELF -MATE SOFFIT DECK <br />FG-8 FASCIA GUTTER <br />ALUMINUM SCUPPER FOR DRAINAGE <br />ATTACHED TO FASCIA GUTTER W/ <br />(2) ALUMINUM RIVETS <br />ABBREVIATION <br />D DIAMETER <br />ST STAINLESS <br />STL STEEL <br />ALUM ALUMINUM <br />3/8'PATE W1 <br />(2)1/4'D ST. STL <br />THRU BOLTS <br />UPDATED 11/02/2020 <br />0 <br />loR <br />SEE 3.# SHEETS FOR <br />MORE INFORMATION <br />INSULATION NOTE: <br />WALL & ROOF INSULATION <br />VALUE WILL BE DETERMINED BY <br />THE ENERGY EVALUATION <br />REPORT. <br />Bee Roofing Specifications - <br />for more details <br />5EALED GAP 1N 1 #5 <br />BAR IN FILLED CELL <br />CAULK <br />MTL. FLASHING <br />CANT. 5 <br />INSULATION 6" THICK WITH A — -- <br />DENSITY OF 1.25 -- <br />POUNDS PER CUBIC, FOOT _ 74-1 <br />(R-25 Min) <br />METAL DECKING TACK ' <br />WELDED INTO PLACE. STEEL <br />J015T PER ENGINEER SPECS �-- <br />CONDITIONED ATTIC <br />5EE SPECIFICATIONS <br />BRACING PER 5TEEL MFG� <br />DRYWALL CEILING IN <br />SELECT LOCATIONS <br />OTHER 415E OPEN <br />i <br />1 xb PT DRAPE BLKG <br />ABOVE Y41NDOY45 <br />STOREFRONT _- <br />WINDOYg5 <br />WINDOW - 5EE PLAN5 FOR 51ZE <br />AND LOCATION 5EE WINDOW MFG. <br />FOR ANCHORAGE REQUIREMENTS <br />SILL -- <br />CAULKED @ WINDOW <br />51b" Type X O Y43. OVER - <br />3/4" LGF FURRING <br />16III O.G. <br />R-4.1 --- <br />1 x4 PT <br />BASE - ------- <br />FINI5H FLOOR <br />4" GONG. kV/ bxb WWM <br />=III —III —III <br />OVER .006 mil. V15GUEEN I III: -11 II <br />VAPOR BARRIER TAPED I-- <br />OVER COMPACTED FILL <br />TREATED FOR TERMITES <br />5EE 5TRUGTURAL PLAN5-- <br />Ak <br />-7r'I <br />20 <br />-- 5T UGGO BAND <br />NOTE THAT 5TRUGTURAL <br />PLAN SUPERSEDED THE <br />DETAILS GIVEN HERE. <br />- Lb"X4"X 3/4" CONT. EDGE <br />ANGLE. ATTACH TO GONG. <br />BLK. YVALL kV/ 3/4"Xb" WEDGE <br />ANCHOR @ 24" D.G. <br />LINTEL BLOCK W/ (1) #5 ROD CONT. <br />POURED SOLID YV/ 3000 P51 CONCRETE. <br />STEP A5 NEEDED TO STAY W/ 5LOPED ROOF <br />OPTIONAL HALF HEIGHT BLOCK <br />IF REQUIRED TO MAKE HEIGHT <br />-- Bridging attachment, 6" OF L4"X4"X 1/4 or <br />thicker attached to GMU wall using one <br />1/2 x4" YVedge Anchor <br />METAL DEAD WOOD WHEN NEEDED TO <br />ATTACH CEILING, ATTACH U51NG <br />5IMP50N 1/4"X1 TITON SCREW OT <br />TAPCON5 @ 24" MAX. O.G. <br />-- b" X b" CONCRETE LINTEL <br />A5 PER TABLE, NOTE THAT <br />HEADER HEIGHT MAY VARY <br />5EE ELEVATIONS FOR HEIGHT <br />--------- --- PRE -CAST GONG. 51L.L <br />NX kNALL SECTION <br />NOT TO 50ALE <br />FHA HEADER <br />8" G.M.U. STEM WALL - NUMBER OF GOUR5E5 <br />VARIES PER SITE GRADING CONDITIONS <br />REFER TO PLOT PLAN <br />FOR SLOPE CONFIGURATION <br />U0 <br />/tamps <br />URBANoRDER.tampa, Inc. <br />50M south albemn streat 33611 <br />813.832.5557 <br />a■2002"0 <br />URBAR;RDERAam a, inc. <br />Tt— plere are CdpyrotBd and are aub)ect tocopyright proraUim as an'arMklecturat woW under <br />saclion 102 of ft copyro w. 17 u e.o. as <br />arrended DecanEar Wand km I architectural <br />lt oo Waft prwecdon act of Inn. TM <br />pmteClbn Inoudas but le not limped W the ovareA <br />fwm a Wes as arrengerrent and <br />mnpasilion of <br />apa ©s and elamenta of i deegn. ar —h <br />proteclbn, unauth=W use r thm plans, work w <br />hone repraaanted, can legally rasull In the Ceasatlan <br />of canaaucw w E .&V Cekq "M www <br />monelary compwtalbn W UR8ANa4" <br />0ERltampa inc., <br />F'hndaregieaaOon AA28002480. <br />ISSUE DATE <br />05/15/2019 <br />REVISIONS <br />0 <br />04 <br />d' <br />CM <br />CM <br />CU <br />CU <br />Z <br />m <br />O <br />J <br />U <br />E <br />co <br />Ww <br />W <br />O <br />N <br />r-� <br />JOE TOPH. <br />FL.,REG. AR10095 <br />DATE: 11119/2020 <br />DRWN: <br />Wall Sections CHKD <br />SCALE: <br />SHEETNUMBER <br />A=15 <br />z hills 11119/2020 11:28:21 AM <br />